Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 534
... alternatives [ 5,6 ] . Compromise the improvement of an alternative through modification [ 6-9 ] . Hierarchical - decisions that involve interaction between sub - decisions [ 10-13 ] . Conditional decisions in which the risk and ...
... alternatives [ 5,6 ] . Compromise the improvement of an alternative through modification [ 6-9 ] . Hierarchical - decisions that involve interaction between sub - decisions [ 10-13 ] . Conditional decisions in which the risk and ...
Page 535
... alternatives and N attributes that influence selection in a particular selection DSP . Then the following need to be determined : the rating of alternative i with respect to attribute j . Aij Rij the normalized rating of alternative i ...
... alternatives and N attributes that influence selection in a particular selection DSP . Then the following need to be determined : the rating of alternative i with respect to attribute j . Aij Rij the normalized rating of alternative i ...
Page 536
relative importance of the jth attribute Given M candidate alternatives N attributes Ij Rij Find System variables : the normalized rating of the ith alternative with respect to the jth attribute . Satisfy Deviation variables : Selection ...
relative importance of the jth attribute Given M candidate alternatives N attributes Ij Rij Find System variables : the normalized rating of the ith alternative with respect to the jth attribute . Satisfy Deviation variables : Selection ...
Contents
COMPLIANT STRUCTURES | 313 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave